ASTM C39 C39M-2011 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens《圆柱形混凝土样本抗压强度的标准试验方法》.pdf

《ASTM C39 C39M-2011 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens《圆柱形混凝土样本抗压强度的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM C39 C39M-2011 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens《圆柱形混凝土样本抗压强度的标准试验方法》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C39/C39M 11Standard Test Method forCompressive Strength of Cylindrical Concrete Specimens1This standard is issued under the fixed designation C39/C39M; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last r

2、evision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This test method covers determination of c

3、ompressivestrength of cylindrical concrete specimens such as moldedcylinders and drilled cores. It is limited to concrete having adensity in excess of 800 kg/m350 lb/ft3.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The inch-pound unitsare sho

4、wn in brackets. The values stated in each system maynot be exact equivalents; therefore, each system shall be usedindependently of the other. Combining values from the twosystems may result in non-conformance with the standard.1.3 This standard does not purport to address all of thesafety concerns,

5、if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use. (WarningMeansshould be provided to contain concrete fragments duringsudden rupture of s

6、pecimens. Tendency for sudden ruptureincreases with increasing concrete strength and it is more likelywhen the testing machine is relatively flexible. The safetyprecautions given in the Manual of Aggregate and ConcreteTesting are recommended.)1.4 The text of this standard references notes which prov

7、ideexplanatory material. These notes shall not be considered asrequirements of the standard.2. Referenced Documents2.1 ASTM Standards:2C31/C31M Practice for Making and Curing Concrete TestSpecimens in the FieldC42/C42M Test Method for Obtaining and Testing DrilledCores and Sawed Beams of ConcreteC19

8、2/C192M Practice for Making and Curing ConcreteTest Specimens in the LaboratoryC617 Practice for Capping Cylindrical Concrete SpecimensC670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction MaterialsC873 Test Method for Compressive Strength of ConcreteCylinders Ca

9、st in Place in Cylindrical MoldsC1077 Practice forAgencies Testing Concrete and ConcreteAggregates for Use in Construction and Criteria forTesting Agency EvaluationC1231/C1231M Practice for Use of Unbonded Caps inDetermination of Compressive Strength of Hardened Con-crete CylindersE4 Practices for F

10、orce Verification of Testing MachinesE74 Practice of Calibration of Force-Measuring Instru-ments for Verifying the Force Indication of Testing Ma-chinesManual of Aggregate and Concrete Testing3. Summary of Test Method3.1 This test method consists of applying a compressiveaxial load to molded cylinde

11、rs or cores at a rate which is withina prescribed range until failure occurs. The compressivestrength of the specimen is calculated by dividing the maxi-mum load attained during the test by the cross-sectional area ofthe specimen.4. Significance and Use4.1 Care must be exercised in the interpretatio

12、n of thesignificance of compressive strength determinations by this testmethod since strength is not a fundamental or intrinsic propertyof concrete made from given materials. Values obtained willdepend on the size and shape of the specimen, batching, mixing1This test method is under the jurisdiction

13、 of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.61 on Testing for Strength.Current edition approved Aug. 1, 2011. Published September 2011. Originallyapproved in 1921. Last previous edition approved in 2010 as C39/C39M10. DOI:10.1520/C003

14、9_C0039M-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end

15、 of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.procedures, the methods of sampling, molding, and fabricationand the age, temperature, and moisture conditions duringcuring.4.2 This test method is used to determine co

16、mpressivestrength of cylindrical specimens prepared and cured in accor-dance with Practices C31/C31M, C192/C192M, C617, andC1231/C1231M and Test Methods C42/C42M and C873.4.3 The results of this test method are used as a basis forquality control of concrete proportioning, mixing, and placingoperatio

17、ns; determination of compliance with specifications;control for evaluating effectiveness of admixtures; and similaruses.4.4 The individual who tests concrete cylinders for accep-tance testing shall meet the concrete laboratory technicianrequirements of Practice C1077, including an examinationrequiri

18、ng performance demonstration that is evaluated by anindependent examiner.NOTE 1Certification equivalent to the minimum guidelines for ACIConcrete Laboratory Technician, Level I or ACI Concrete StrengthTesting Technician will satisfy this requirement.5. Apparatus5.1 Testing MachineThe testing machine

19、 shall be of atype having sufficient capacity and capable of providing therates of loading prescribed in 7.5.5.1.1 Verify calibration of the testing machines in accor-dance with Practices E4, except that the verified loading rangeshall be as required in 5.3. Verification is required under thefollowi

20、ng conditions:5.1.1.1 At least annually, but not to exceed 13 months,5.1.1.2 On original installation or immediately after reloca-tion,5.1.1.3 Immediately after making repairs or adjustmentsthat affect the operation of the force applying system or thevalues displayed on the load indicating system, e

21、xcept for zeroadjustments that compensate for the mass of bearing blocks orspecimen, or both, or5.1.1.4 Whenever there is reason to suspect the accuracy ofthe indicated loads.5.1.2 DesignThe design of the machine must include thefollowing features:5.1.2.1 The machine must be power operated and musta

22、pply the load continuously rather than intermittently, andwithout shock. If it has only one loading rate (meeting therequirements of 7.5), it must be provided with a supplementalmeans for loading at a rate suitable for verification. Thissupplemental means of loading may be power or hand oper-ated.5.

23、1.2.2 The space provided for test specimens shall be largeenough to accommodate, in a readable position, an elasticcalibration device which is of sufficient capacity to cover thepotential loading range of the testing machine and whichcomplies with the requirements of Practice E74.NOTE 2The types of

24、elastic calibration devices most generally avail-able and most commonly used for this purpose are the circular provingring or load cell.5.1.3 AccuracyThe accuracy of the testing machine shallbe in accordance with the following provisions:5.1.3.1 The percentage of error for the loads within thepropos

25、ed range of use of the testing machine shall not exceed61.0 % of the indicated load.5.1.3.2 The accuracy of the testing machine shall be verifiedby applying five test loads in four approximately equalincrements in ascending order. The difference between any twosuccessive test loads shall not exceed

26、one third of the differ-ence between the maximum and minimum test loads.5.1.3.3 The test load as indicated by the testing machine andthe applied load computed from the readings of the verificationdevice shall be recorded at each test point. Calculate the error,E, and the percentage of error, Ep, for

27、 each point from thesedata as follows:E 5 A 2 B (1)Ep5 100A 2 B!/Bwhere:A = load, kN lbf indicated by the machine being verified,andB = applied load, kN lbf as determined by the calibratingdevice.5.1.3.4 The report on the verification of a testing machineshall state within what loading range it was

28、found to conformto specification requirements rather than reporting a blanketacceptance or rejection. In no case shall the loading range bestated as including loads below the value which is 100 timesthe smallest change of load estimable on the load-indicatingmechanism of the testing machine or loads

29、 within that portionof the range below 10 % of the maximum range capacity.5.1.3.5 In no case shall the loading range be stated asincluding loads outside the range of loads applied during theverification test.5.1.3.6 The indicated load of a testing machine shall not becorrected either by calculation

30、or by the use of a calibrationdiagram to obtain values within the required permissiblevariation.5.2 The testing machine shall be equipped with two steelbearing blocks with hardened faces (Note 3), one of which is aspherically seated block that will bear on the upper surface ofthe specimen, and the o

31、ther a solid block on which thespecimen shall rest. Bearing faces of the blocks shall have aminimum dimension at least 3 % greater than the diameter ofthe specimen to be tested. Except for the concentric circlesdescribed below, the bearing faces shall not depart from a planeby more than 0.02 mm 0.00

32、1 in. in any 150 mm 6 in. ofblocks 150 mm 6 in. in diameter or larger, or by more than0.02 mm 0.001 in. in the diameter of any smaller block; andnew blocks shall be manufactured within one half of thistolerance. When the diameter of the bearing face of thespherically seated block exceeds the diamete

33、r of the specimenby more than 13 mm 0.5 in., concentric circles not more than0.8 mm 0.03 in. deep and not more than 1 mm 0.04 in. wideshall be inscribed to facilitate proper centering.NOTE 3It is desirable that the bearing faces of blocks used forcompression testing of concrete have a Rockwell hardn

34、ess of not less than55 HRC.5.2.1 Bottom bearing blocks shall conform to the followingrequirements:C39/C39M 1125.2.1.1 The bottom bearing block is specified for the pur-pose of providing a readily machinable surface for mainte-nance of the specified surface conditions (Note 4). The top andbottom surf

35、aces shall be parallel to each other. If the testingmachine is so designed that the platen itself is readily main-tained in the specified surface condition, a bottom block is notrequired. Its least horizontal dimension shall be at least 3 %greater than the diameter of the specimen to be tested.Conce

36、ntric circles as described in 5.2 are optional on thebottom block.NOTE 4The block may be fastened to the platen of the testingmachine.5.2.1.2 Final centering must be made with reference to theupper spherical block. When the lower bearing block is used toassist in centering the specimen, the center o

37、f the concentricrings, when provided, or the center of the block itself must bedirectly below the center of the spherical head. Provision shallbe made on the platen of the machine to assure such a position.5.2.1.3 The bottom bearing block shall be at least 25 mm 1in. thick when new, and at least 22.

38、5 mm 0.9 in. thick afterany resurfacing operations.5.2.2 The spherically seated bearing block shall conform tothe following requirements:5.2.2.1 The maximum diameter of the bearing face of thesuspended spherically seated block shall not exceed the valuesgiven below:Diameter of Maximum DiameterTest S

39、pecimens, of Bearing Face,mm in. mm in.50 2 105 475 3 130 5100 4 165 6.5150 6 255 10200 8 280 11NOTE 5Square bearing faces are permissible, provided the diameterof the largest possible inscribed circle does not exceed the above diameter.5.2.2.2 The center of the sphere shall coincide with thesurface

40、 of the bearing face within a tolerance of 65 % of theradius of the sphere. The diameter of the sphere shall be at least75 % of the diameter of the specimen to be tested.5.2.2.3 The ball and the socket shall be designed so that thesteel in the contact area does not permanently deform whenloaded to t

41、he capacity of the testing machine.NOTE 6The preferred contact area is in the form of a ring (describedas “preferred bearing area”) as shown on Fig. 1.5.2.2.4 The curved surfaces of the socket and of the spheri-cal portion shall be kept clean and shall be lubricated with apetroleum-type oil such as

42、conventional motor oil, not with apressure type grease. After contacting the specimen and appli-cation of small initial load, further tilting of the sphericallyseated block is not intended and is undesirable.5.2.2.5 If the radius of the sphere is smaller than the radiusof the largest specimen to be

43、tested, the portion of the bearingface extending beyond the sphere shall have a thickness notless than the difference between the radius of the sphere andradius of the specimen. The least dimension of the bearing faceshall be at least as great as the diameter of the sphere (see Fig.1).5.2.2.6 The mo

44、vable portion of the bearing block shall beheld closely in the spherical seat, but the design shall be suchthat the bearing face can be rotated freely and tilted at least 4in any direction.5.2.2.7 If the ball portion of the upper bearing block is atwo-piece design composed of a spherical portion and

45、 abearing plate, a mechanical means shall be provided to ensurethat the spherical portion is fixed and centered on the bearingplate.5.3 Load Indication:5.3.1 If the load of a compression machine used in concretetesting is registered on a dial, the dial shall be provided with agraduated scale that is

46、 readable to at least the nearest 0.1 % ofthe full scale load (Note 7). The dial shall be readable within1 % of the indicated load at any given load level within theloading range. In no case shall the loading range of a dial beconsidered to include loads below the value that is 100 timesthe smallest

47、 change of load that can be read on the scale. Thescale shall be provided with a graduation line equal to zero andso numbered. The dial pointer shall be of sufficient length toreach the graduation marks; the width of the end of the pointershall not exceed the clear distance between the smallestgradu

48、ations. Each dial shall be equipped with a zero adjust-ment located outside the dialcase and easily accessible from thefront of the machine while observing the zero mark and dialpointer. Each dial shall be equipped with a suitable device thatat all times, until reset, will indicate to within 1 % acc

49、uracy themaximum load applied to the specimen.NOTE 7Readability is considered to be 0.5 mm 0.02 in. along the arcdescribed by the end of the pointer. Also, one half of a scale interval isreadable with reasonable certainty when the spacing on the load indicatingmechanism is between 1 mm 0.04 in. and 2 mm 0.06 in. When thespacing is between 2 and 3 mm 0.06 and 0.12 in., one third of a scaleinterval is readable with reasonable certainty. When the spacing is 3 mm0.12 in. or more, one fourth of a scale interval is rea